CN212026106U - Large floating breakwater structure - Google Patents
Large floating breakwater structure Download PDFInfo
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- CN212026106U CN212026106U CN202020041477.5U CN202020041477U CN212026106U CN 212026106 U CN212026106 U CN 212026106U CN 202020041477 U CN202020041477 U CN 202020041477U CN 212026106 U CN212026106 U CN 212026106U
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- buoyancy tank
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Abstract
The utility model discloses a large-scale floating breakwater structure, include: the device comprises a buoyancy tank, an anchor chain, a vertical wave-resisting sheet and an adsorption cylinder; a water outlet and an air inlet are formed in the side wall of the buoyancy tank; the vertical wave-resisting sheet is arranged at the top of the buoyancy tank and is vertical to the moving direction of the sea waves; a plurality of anchor chains are uniformly fixed at the bottom of the buoyancy tank; the adsorption cylinder is arranged on the seabed and is connected with the anchor chain. The utility model discloses the assembly methods of well floating breakwater structure is simple, has good unrestrained ability and good mechanical properties that disappears.
Description
Technical Field
The utility model relates to a wave equipment technical field, more specifically the utility model relates to a large-scale floating breakwater structure that says so.
Background
The floating breakwater has the characteristics of being suitable for large water depth, soft foundation, large tidal range, water exchange introduction to improve the water quality in a harbor and the like, and is increasingly concerned at home and abroad. The floating breakwater can be used as a permanent or temporary building and has wide application prospect in the fields of shielding deepwater bay wharf water areas, shielding temporary berthing wharfs of ships, shielding aquaculture and bathing beach water areas, shielding offshore construction sites, shielding offshore military mobile wharf water areas, and serving as wave-proof measures for offshore disaster prevention and emergency. However, there are many factors that limit the application of the floating breakwater, such as poor wave-breaking effect and difficulty in ensuring the safety of the structure under extreme storm conditions.
Therefore, it is an urgent need to solve the problem of the art to develop a floating breakwater structure with simple assembly, good wave-breaking capacity and good mechanical properties.
SUMMERY OF THE UTILITY MODEL
In view of this, the utility model provides a large-scale floating breakwater structure that formula is simple, has good unrestrained ability and good mechanical properties that disappears.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
a large floating breakwater structure comprising: the device comprises a buoyancy tank, an anchor chain, a vertical wave-resisting sheet and an adsorption cylinder;
a water outlet and an air inlet are formed in the side wall of the buoyancy tank;
the vertical wave-resisting sheet is arranged at the top of the buoyancy tank and is vertical to the moving direction of the sea waves;
a plurality of anchor chains are arranged and are uniformly fixed at the bottom of the buoyancy tank;
the adsorption cylinder is arranged on the seabed and is connected with the anchor chain.
Adopt above-mentioned technical scheme's beneficial effect is, the utility model discloses well vertical unrestrained piece that hinders can play main unrestrained effect that disappears buries a suction section of thick bamboo underground in the seabed soil layer to be connected the anchor chain with a corresponding suction section of thick bamboo, reached the mooring action to floating breakwater structure, and anchor chain convenient to detach, labour saving and time saving, many anchor chains have guaranteed floating breakwater structure's stability simultaneously, make it have better unrestrained ability that disappears.
Preferably, the adsorption cylinder is cylindrical, the diameter of the adsorption cylinder is 2-4m, and the height of the adsorption cylinder is 4-8 m.
Preferably, the vertical wave-resisting sheets are arranged at the top of the floating box side by side, so that the vertical wave-resisting sheets can play a better wave-eliminating role.
Preferably, the height of the vertical wave-resisting sheet is 30-50 m.
Preferably, the top of the vertical wave-resisting sheets is provided with a plurality of wave-following steel rods and wave-facing steel rods, the axis of each wave-following steel rod is perpendicular to the axis of each vertical wave-resisting sheet, the axis of each wave-facing steel rod is perpendicular to the axis of each wave-following steel rod, and each wave-facing steel rod is arranged between two adjacent wave-following steel rods.
Preferably, a transverse wave-resisting sheet is arranged in a frame formed by the wave-following steel rod and the wave-facing steel rod. The wave-facing steel rod and the wave-following steel rod can play a role in connecting a plurality of vertical wave-resisting sheets, and the wave-following steel rod, the wave-facing steel rod and the transverse wave-resisting sheets can play a role in assisting wave dissipation.
Preferably, the anchor chain is equipped with a plurality ofly, evenly locates respectively the flotation tank bottom, the bottom of flotation tank is equipped with a plurality of motors, the quantity of motor with the quantity of anchor chain is corresponding, and with the anchor chain is connected, is used for adjusting the elasticity degree of anchor chain. The motor can suitably adjust the anchor chains at different positions to ensure the stability of the floating breakwater structure.
Preferably, the flotation tank bottom is equipped with a plurality of waterproof compartments, the motor is arranged in the waterproof compartment, can prevent that motor department from intaking, play the guard action to the motor.
Preferably, the downwave steel rods at the two ends of the buoyancy tank are connected with hooks for connecting with adjacent floating breakwater structures.
A construction method of a large floating breakwater structure comprises the following construction steps:
s1, prefabricating the water wave steel bars and the wave-facing steel bars on land, vertically arranging a plurality of water wave steel bars and a plurality of wave-facing steel bars into a frame, and welding the water wave steel bars and the wave-facing steel bars into a whole in a welding manner;
s2, a plurality of grooves are formed on a frame formed by connecting the wave following steel bar and the wave facing steel bar, the transverse wave resisting sheet is arranged in the grooves, the transverse wave resisting sheet is connected with the wave following steel bar and the wave facing steel bar, and the transverse wave resisting sheet, the wave following steel bar and the wave facing steel bar form a complete upper auxiliary wave dissipating structure;
s3, prefabricating the vertical wave-resisting sheet on land, and welding the vertical wave-resisting sheet with the wave-facing steel rod of the upper auxiliary wave-dissipating structure;
s4, prefabricating the buoyancy tank on land, arranging the air inlet and the water outlet on the surface of the buoyancy tank, covering a sealing cover on the water outlet, welding the top of the axis of the buoyancy tank and the bottom of the vertical wave resisting sheet, and enabling the axis direction of the buoyancy tank to be parallel to the axis direction of the vertical wave resisting sheet;
s5, arranging a waterproof compartment on the bottom surface of the buoyancy tank, and placing the motor in the waterproof compartment;
s6, towing the connected buoyancy tanks, the vertical wave-resisting sheets and the upper auxiliary wave-dissipating structure to a designated sea area;
s7, pre-burying the suction cylinder to a designated position in advance, connecting the suction cylinder with the anchor chain, connecting the other end of the anchor chain with the motor, then opening a sealing cover at a water inlet of the buoyancy tank, injecting water into the buoyancy tank to enable the buoyancy tank to sink gradually, starting the motor to work at the same time, tensioning the anchor chain gradually, and shortening the length of the anchor chain gradually until the anchor chain reaches a designated depth;
and S8, connecting an air inlet of the buoyancy tank with an external inflation device, inflating the buoyancy tank through the inflation device after the buoyancy tank reaches a specified position, discharging water in the buoyancy tank from a water outlet through air, adjusting the lengths of the anchor chains at different positions by using a plurality of motors after the water in the buoyancy tank is completely discharged to keep the balance of the floating breakwater structure, and connecting the floating breakwater structures together through the hook.
Adopt above-mentioned technical scheme's beneficial effect is, the utility model provides a floating breakwater structure can form through simple component combination, can be prefabricated on land, adopts mass production's mode to be under construction, can improve production and efficiency of construction greatly, has reduced construction cost.
Can know via foretell technical scheme, compare with prior art, the utility model discloses a large-scale floating breakwater structure is provided, its beneficial effect is:
(1) the utility model can better play a role of wave dissipation through the combined action of the vertical wave-resisting sheet and the horizontal wave-resisting sheet;
(2) the suction cylinder is embedded in the seabed soil layer, and the anchor chain is connected with the suction cylinder, so that the mooring effect on the floating breakwater structure is achieved; the separation of the plurality of anchor chains is more convenient and more convenient when the structure body is disassembled, time and labor are saved, and meanwhile, the stability of the structure is ensured by the plurality of anchor chains, so that the structure has better wave eliminating capability when bearing large waves;
(3) the utility model provides a component combination is simple, can be prefabricated on land, is under construction through mass production's mode, can improve production and efficiency of construction greatly, has reduced construction cost.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings required to be used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the provided drawings without creative efforts.
Fig. 1 is a schematic structural diagram of a floating breakwater structure provided by the present invention;
fig. 2 is a top view of the floating breakwater structure provided by the present invention;
fig. 3 is a side view of the floating breakwater structure according to the present invention;
fig. 4 is a schematic structural diagram of a plurality of floating breakwater structural connections provided by the present invention.
Wherein, in the figure,
1-a buoyancy tank;
11-a water outlet; 12-a waterproof compartment;
2-anchor chain; 3-vertical wave-resisting sheet; 4-an adsorption cylinder; 5-smoothing the steel rod; 6-a wave-facing steel rod; 7-transverse wave-resisting sheet; 8-hanging hooks;
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
The embodiment of the utility model discloses large-scale floating breakwater structure, include: the device comprises a buoyancy tank 1, anchor chains 2, vertical wave-resisting sheets 3 and an adsorption cylinder 4;
a water outlet 11 and an air inlet are formed in the side wall of the buoyancy tank 1;
the vertical wave-resisting sheet 3 is arranged at the top of the buoyancy tank 1 and is vertical to the moving direction of the sea waves;
the anchor chain 2 is fixed at the bottom of the buoyancy tank 1;
the adsorption cylinder 4 is arranged on the seabed and is connected with the anchor chain 2.
In order to further optimize the technical scheme, the adsorption cylinder 4 is cylindrical, the diameter of the adsorption cylinder is 2-4m, and the height of the adsorption cylinder is 4-8 m.
In order to further optimize the technical scheme, three vertical wave-resisting sheets 3 are arranged and are arranged at the top of the buoyancy tank 1 side by side.
In order to further optimize the technical scheme, the height of the vertical wave-resisting sheet 3 is 30-50 m.
In order to further optimize the technical scheme, three wave-following steel rods 5 and six wave-facing steel rods 6 are arranged at the tops of the three vertical wave-resisting sheets 3, the axis of each wave-following steel rod 5 is perpendicular to the axis of each vertical wave-resisting sheet 3, the axis of each wave-facing steel rod 6 is perpendicular to the axis of each wave-following steel rod 5, and each wave-facing steel rod 6 is arranged between every two adjacent wave-following steel rods 5.
In order to further optimize the technical scheme, 4 transverse wave-resisting sheets 7 are arranged in a frame formed by the water wave steel rod 5 and the wave steel rod 6. The transverse wave-resisting sheet 7 can be connected with the wave-following steel rod 5 and the wave-facing steel rod 6 through clamping locks, so that the transverse wave-resisting sheet 7 can be detachably connected with the wave-following steel rod 5 and the wave-facing steel rod 6.
In order to further optimize the technical scheme, the number of the anchor chains 2 is four, the four anchor chains are respectively and uniformly arranged at four corners of the bottom of the buoyancy tank 1, the bottom of the buoyancy tank 1 is provided with four motors, the number of the motors corresponds to the number and the positions of the anchor chains 2, and the motors are connected with the anchor chains 2 and used for adjusting the tightness of the anchor chains 2. Buoyancy tank 1 still with because the patting of wave makes buoyancy tank 1 slope easily, when buoyancy tank 1 inclines to an orientation, other three motors then can taut anchor chain 2, prevent buoyancy tank 1 slope, and stability that motor and anchor chain 2 are located four edges of buoyancy tank 1 can be better keeps buoyancy tank 1.
In order to further optimize the above technical solution, four waterproof compartments 12 are provided at the bottom of the buoyancy tank 1, and the motor is disposed in the waterproof compartments 12.
In order to further optimize the technical scheme, the downwave steel rods 5 positioned at the two ends of the buoyancy tank 1 are connected with hooks 8 used for being connected with the adjacent floating breakwater structures.
A construction method of a large floating breakwater structure comprises the following construction steps:
s1, prefabricating the water wave steel bars 5 and the wave-facing steel bars 6 on land, vertically arranging three water wave steel bars 5 and six wave-facing steel bars 6 into a frame, and welding the water wave steel bars 5 and the wave-facing steel bars 6 into a whole in a welding mode;
s2, forming four groove lattices on a frame formed by connecting the wave following steel rod 5 and the wave facing steel rod 6, placing a transverse wave resisting sheet 7 in the groove lattices, connecting the transverse wave resisting sheet 7 with the wave following steel rod 5 and the wave facing steel rod 6, and forming a complete upper auxiliary wave dissipating structure by the transverse wave resisting sheet 7, the wave following steel rod 5 and the wave facing steel rod 6;
s3, prefabricating the vertical wave-resisting sheet 3 on land, and welding the vertical wave-resisting sheet 3 with the wave-facing steel rod 6 of the upper auxiliary wave-dissipating structure;
s4, prefabricating the buoyancy tank 1 on land, arranging an air inlet and a water outlet 11 on the surface of the buoyancy tank 1, covering a sealing cover on the water outlet 11, welding the top of the axis of the buoyancy tank 1 and the bottom of the vertical wave resisting sheet 3, and enabling the axis direction of the buoyancy tank 1 to be parallel to the axis direction of the vertical wave resisting sheet 3;
s5, arranging a waterproof compartment 12 on the bottom surface of the buoyancy tank 1, and placing a motor in the waterproof compartment 12;
s6, towing the connected buoyancy tank 1, the vertical wave-resisting sheet 3 and the upper auxiliary wave-dissipating structure to a designated sea area;
s7, pre-burying the suction cylinder 4 to a designated position in advance, connecting the suction cylinder 4 with the anchor chain 2, connecting the other end of the anchor chain 2 with a motor, then opening a sealing cover at a water inlet of the buoyancy tank 1, injecting water into the buoyancy tank 1 to enable the buoyancy tank 1 to sink gradually, starting the motor to work at the same time, tensioning the anchor chain 2 gradually, and shortening the length of the anchor chain 2 gradually until the designated depth is reached;
s8, connecting an air inlet of the buoyancy tank 1 with an external inflation device, inflating the buoyancy tank 1 through the inflation device after the buoyancy tank 1 reaches a specified position, discharging water in the buoyancy tank 1 from a water outlet through air, adjusting the lengths of anchor chains 2 at different positions by using four motors to keep balance of the floating breakwater structure after the water in the buoyancy tank 1 is completely discharged, and connecting a plurality of floating breakwater structures together through a hook 8.
The embodiments in the present description are described in a progressive manner, each embodiment focuses on differences from other embodiments, and the same and similar parts among the embodiments are referred to each other.
The previous description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the invention. Thus, the present invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
Claims (9)
1. A large floating breakwater structure, comprising: the device comprises a buoyancy tank (1), anchor chains (2), vertical wave-resisting sheets (3) and an adsorption cylinder (4);
a water outlet (11) and an air inlet are formed in the side wall of the buoyancy tank (1);
the vertical wave-resisting sheet (3) is arranged at the top of the buoyancy tank (1) and is vertical to the moving direction of sea waves;
the anchor chain (2) is fixed at the bottom of the buoyancy tank (1);
the adsorption cylinder (4) is arranged on the seabed and is connected with the anchor chain (2).
2. A large floating breakwater structure according to claim 1, wherein the adsorption cylinder (4) is cylindrical with a diameter of 2-4m and a height of 4-8 m.
3. A large floating breakwater structure according to claim 2, wherein the vertical wave-blocking sheets (3) are arranged in plurality and side by side on top of the pontoon (1).
4. A large floating breakwater structure according to claim 3, wherein the height of the vertical wave-blocking sheets (3) is 30-50 m.
5. A large floating breakwater structure according to claim 4, wherein a plurality of wave guiding steel rods (5) and wave facing steel rods (6) are arranged at the tops of the vertical wave resisting sheets (3), the axes of the wave guiding steel rods (5) are perpendicular to the axes of the vertical wave resisting sheets (3), the axis of the wave facing steel rod (6) is perpendicular to the axes of the wave guiding steel rods (5), and the wave facing steel rod (6) is arranged between two adjacent wave guiding steel rods (5).
6. A large floating breakwater structure according to claim 5, wherein a transverse wave-resisting sheet (7) is arranged in a frame formed by the water wave steel bar (5) and the wave-facing steel bar (6).
7. A large floating breakwater structure according to any one of claims 1 to 6, wherein a plurality of anchor chains (2) are uniformly arranged at the bottom of the pontoon (1), and a plurality of motors are arranged at the bottom of the pontoon (1), the number of the motors corresponding to the number of the anchor chains (2) and connected to the anchor chains (2) for adjusting the tightness of the anchor chains (2).
8. A large floating breakwater structure according to claim 7, wherein a plurality of watertight compartments (12) are provided at the bottom of the pontoon (1), and the motor is placed in the watertight compartments (12).
9. A large floating breakwater structure according to claim 5 or 6, wherein hooks (8) for connecting with an adjacent floating breakwater structure are connected to the downwash steel bars (5) at both ends of the pontoon (1).
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| CN202020041477.5U CN212026106U (en) | 2020-01-09 | 2020-01-09 | Large floating breakwater structure |
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| CN202020041477.5U CN212026106U (en) | 2020-01-09 | 2020-01-09 | Large floating breakwater structure |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111119121A (en) * | 2020-01-09 | 2020-05-08 | 滁州欣皓工程技术有限公司 | Large floating breakwater structure and construction method thereof |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN111119121A (en) * | 2020-01-09 | 2020-05-08 | 滁州欣皓工程技术有限公司 | Large floating breakwater structure and construction method thereof |
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